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ALL WORK SHALL COMPLY WITH P�EVAI�I <br /> 110011111 CODES FLORIDA SULDING CODE, N <br /> NATIONAL ELECTRIC CODE, <br /> AND TY AF ZEPH`IRHILL,9 <br /> PRE111, 11E VIEW DATENOV 9 0 020 <br /> METAL R T CI�"Y OF ZEPHYRHI <br /> PLAN EXAMINER <br /> Florida Product Approval# FL 30343 <br /> Premier Metal PL-100 26GA Steel Nailstrip Panel over Plywood <br /> 17613 South Hwy. 475 <br /> Summerfied, FL. 34491 Florida BuildingCode20176&ed. <br /> Compliance: PerRule61G2a3 Method: 1-D <br /> ���-356�1609 Category: Roofing-Subcategory:Metal Roofing NON-HVHZ <br /> tue r r rrrrPr�� <br /> Engineer Evaluator .�`V•••y�C. � <br /> • �+�'A <br /> Locke Bowden,P.E. <br /> • 4 704 <br /> 9450 AJysbury Place • <br /> Montgomery,AL 36117 Locl:t8oyvdenr <br /> �O . . 4✓.` <br /> Engineer Validator K%�••'cCORiON ••��y`� <br /> Diane Marotta,P.E. �Wk •066806 <br /> SS5 Prospect Road "'s�+61 j A <br /> Oakland,FL 33309 <br /> Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building <br /> Code 2017 61 ed.,Sections 1504.3.2,1507.4.3,1507.1.1 <br /> Product Description: PL-100 26 GA Steel Nail Strip Panel,16"Width,Roof panels.1.0 rib height 49ksi Panel <br /> fastened.Over 15/32"APA Plywood decking over supports @ 24"O.C.Non-structural Application. <br /> Material: 26ga steel conforming to Florida Building Code 2017 Section 1507.4.3 <br /> Panel Dimensions: Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017,Section <br /> Fastener:2017 1507.4.3 Panel Widths:16"width panels.THRU FASTENED#10-12 X 1-1/2"Panclip fastener Wood <br /> Section 1506.7. screw Corrosion Resistant per Florida Building Code 3/4"minimum penetration through bottom of <br /> plywood. Plywood supports at maximum 24'O.C. <br /> Design of plywood supports are outside the scope of this evaluation.Must be designed in accordance w/Florida Building Code <br /> 2017.Minimum Slope: Range Slope per Florida Building Code 2017 6'"ed.,in accordance with Manufacturer's commendations. <br /> Installation: install per manufacturer's recommended details. <br /> Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017,CHAPTER 1507,CHART 1507.1.1 <br /> Fire Classification: Classification not part of this report. <br /> Shear Diaphragm: Values are outside the scope of this report. <br /> Design Procedure: Based on the dimensions of the structure,applicable wind loads are determined using Chapter 16 of the f <br /> Florida Building Code 2017 for roof cladding wind loads.These component wind loads for roof cladding are <br /> Compared to the allowable pressure listed above.The design professional shall select the applicable <br /> erection details to reference in drawings for correct fastener attachment to his structure and analyze the <br /> panel fasteners for pullout and pullover.-Support framing must be compliant with Florida Building Code kt, <br /> 2017 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. ! <br />